What happened
- Council closed the meeting at 6:03 p.m. to discuss internal affairs data on alleged law enforcement personnel misconduct; closed session adjourned at 7:19 p.m.
- All motions during the meeting carried 5-0-0.
- Council authorized city staff and the city attorney to hire an outside investigator (motion by Helgeson, second by Bailey).
- Council placed Officer Homeier on paid suspension, with a letter to be sent the next day (motion by Sjolander, second by Brunner).
- Attorney Scott Riggs recommended the two post-closed-session motions.
- Meeting adjourned at 7:22 p.m.
- Packet: Work Change Directive No. 1, issued and effective 10/06/2025, switches 2nd Street watermain from horizontal directional drilling to open trench due to shallow bedrock between ~305+00 and ~309+00.
- Work Change Directive states "Contract Price: $ No Change (final price to be determined)" with a minor time extension possible.
- Packet: Pay Application No. 2 for the 2025 Street & Utility Improvements, covering 8/30/25 to 10/3/25, requested $293,639.67 due.
- Packet: 5th and 8th Street utility and grading work nearly complete; curb and driveways scheduled week of 10/20, paving planned end of month.
What was asked 18 raised · 9 settled
Every question, assignment, pending figure and unsourced claim from this meeting, quoted from the record, each checked against the county, census, listing, bid and budget data we hold.
1. Original Contract Price $ 2,294,629.25 2. Net change by Change Orders $ - 3. Current Contract Price (Line 1 + Line 2) $ 2,294,629.25 4. Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total) $ 345,632.88 5. Retainage a. 5% X $ 345,632.88 Work Completed $ 17,281.64 b. X $ - Stored Materials $ - c. Total Retainage (Line 5.a + Line 5.b) $ 17,281.64 6. Amount eligible to date (Line 4 - Line 5.c) $ 328,351.24 7. Less previous payments $ 34,711.57 8. Amount
Figures supporting the $293,639.67 requested in Pay Application #2 after 5% retainage of $17,281.64 and prior payments of $34,711.57.
The pay application arithmetic reconciles exactly. Retainage of 5 percent on $345,632.88 of completed work is $17,281.64, leaving $328,351.24 eligible to date, and deducting the $34,711.57 previously paid gives the $293,639.67 requested. The original and current contract price both stand at $2,294,629.25 with no net change by change orders at that point.
10.14.25 Council Packet Agenda, Contractor's Application for Payment No. 2
Motion by Helgeson seconded by Bailey to authorize city staff and attorney to hire an outside investigator. Motion carried 5-0-0.
Action taken in open session immediately after the closed meeting on internal affairs data related to allegations of law enforcement personnel misconduct.
At the meetingMotion carried 5-0-0 authorizing the hire.
The authorization carried 5-0-0 and the matter ended in a separation rather than a public investigation finding. Closed sessions on the same internal affairs data followed on October 14 2025 and December 9 2025, and on March 10 2026 Attorney Riggs reported that Brian Homeier had submitted his resignation effective January 28 2026 and that the separation agreement was accepted, with Riggs and Administrator Lehner recommending approval of the separation resolution. The investigator's engagement letter and report are not in our holdings.
3-10-26 Council Packet Updated; 12-9-25 Notice of Special and Closed Meeting · taken up again 2026-03-10
Motion by Sjolander seconded by Brunner to place Officer Homeier on paid suspension with a letter to be sent tomorrow.
Personnel action stemming from the closed session on allegations of law enforcement personnel misconduct.
At the meetingMotion carried 5-0-0.
The paid suspension ended in resignation. Brian Homeier resigned effective January 28 2026, the city accepted a separation agreement, and the council took up the separation resolution on March 10 2026, at which point Attorney Riggs said a closed session was no longer necessary. The suspension letter itself is not in our holdings.
3-10-26 Council Packet Updated · taken up again 2026-03-10
Pay Application 2 is requested for approval. This payment includes mostly utility and grading work for 5th Street and 8th Street, as completed through 10/3.
Payment covering mostly utility and grading work on 5th Street and 8th Street completed through 10/3.
Pay Application No. 2 for $293,639.67 was approved on November 12 2025 on a motion by Brunner seconded by Kirchmann. It covered work from August 30 to October 3 2025, and Pay Application No. 3 for $494,533.51 followed on December 9 2025 covering October 4 to October 31.
11-12-25 Council Packet(1); 12.9.25 Council Agenda and Packet Updated · taken up again 2025-11-12
In the meantime, we've issued a work change directive (attached) to keep the crews moving while the weather is still good. A more formal change order will be required in the future.
A work change directive was issued 10/06/2025 to keep crews moving while weather is good, ahead of a formal change order.
Change Order No. 1 was tabled in February 2026 and approved on March 10 2026, 5-0-0, on a motion by Bailey seconded by Brunner. Engineer Olinger described it as a contract amendment addressing two items, the first being extension of the 2025 completion dates to reflect the additional time needed for the 2nd Street watermain work.
3-10-26 Council Packet Updated · taken up again 2026-03-10
Some reasonable time extensions may be made later via change order, if necessary to accommodate the revised work plan.
Contract Time on the directive is listed as N/A with a possible later extension.
The time extension was granted through Change Order No. 1, approved March 10 2026. Engineer Olinger stated its first item extended the completion dates for 2025 work to reflect the additional time needed for the 2nd Street watermain work, and the December 9 2025 packet explains the change order adjusts 2025 completion dates so liquidated damages no longer apply to the 2025 work. The number of additional contract days is not stated in our records.
3-10-26 Council Packet Updated; 12.9.25 Council Agenda and Packet Updated · taken up again 2026-03-10
VII.A Agenda Item Summary CITY COUNCIL AGENDA ITEM REPORT DATE: October 14, 2025 SUBMITTED BY: Holli Gudknecht, Engineering ITEM TYPE: Engineering AGENDA SECTION: ENGINEERING SUBJECT: 2025 Street & Utility Improvements SUGGESTED ACTION: 5th Street and 8th Street utility and grading work is nearly complete. Concrete curb and driveways are scheduled for the week of 10/20 and paving is planned for the end of the month.. 2nd Street watermain work is also now started.
Status update on the 2025 Street & Utility Improvements project.
Paving had begun by November 12 2025, when the engineer reported crews paving the initial lift within 5th Street and 8th Street and patching pavement within 2nd Street and Forest Street, with topsoil grading and sod to follow before wrapping up for the year. The November 12 2025 minutes still describe concrete curb and driveways as scheduled to be poured the following week, so the week of October 20 date for curb work is not confirmed anywhere in our record.
11-12-25 Council Packet(1) · taken up again 2025-11-12
An unofficial estimate is provided for reference alone. At this time, it is the intent to substantially complete all 2 nd Street work in 2025.
Schedule intent stated in the work change directive for the revised 2nd Street watermain work.
The intent to substantially complete all 2nd Street work in 2025 was not met. Change Order No. 1, approved March 10 2026, extended the 2025 completion dates specifically to reflect the additional time needed to complete the 2nd Street watermain work, and the December 9 2025 packet states the change order would adjust 2025 completion dates so liquidated damages would no longer apply to the 2025 work.
The work change directive stated the intent to substantially complete all 2nd Street work in 2025, yet Change Order No. 1 had to extend the 2025 completion dates for that same watermain work and waive liquidated damages.
3-10-26 Council Packet Updated; 12.9.25 Council Agenda and Packet Updated · taken up again 2026-03-10
Thank you to Luke Cordes for Eagle Project Work in the City SUGGESTED ACTION: Wayne Ehrich and Jeff Sjoblom will recognize Luke Cordes for the work he did landscaping around the "Kenyon" sign on Hwy 56/60 and by the flag pole at the police station.
Presentation/recognition item on the October 14 agenda.
The recognition was made, one meeting later than scheduled. Wayne Ehrich recognized and thanked Luke Cordes for his Eagle Scout project at the November 12 2025 meeting, noting he landscaped around the city entrance sign and the police station.
11-12-25 Council Packet(1) · taken up again 2025-11-12
Estimated Change in Contract Price and Contract Times (non-binding, preliminary): Contract Price: $ No Change (final price to be determined) Contract Time: N/A days Minor time extension may be required to accommodate change in work plan.
The directive lists Contract Price as 'No Change (final price to be determined)' and calls the attached estimate unofficial.
Change Order No. 1 was approved March 10 2026, but the passages we hold describe only its first item, the extension of 2025 completion dates, and state no final price for the open-cut watermain work. The only pricing on record is the unofficial estimate attached to the work change directive, showing street work up $49,036, water down $51,250 and storm down $7,430 for a net reduction of $9,644. The priced pages of the executed Change Order No. 1 would settle it.
3-10-26 Council Packet Updated; 10.14.25 Council Packet Agenda, Work Change Directive No. 1 · taken up again 2026-03-10
In the meantime, we've issued a work change directive (attached) to keep the crews moving while the weather is still good. A more formal change order will be required in the future. We do not anticipate any notable price increases.
Explanation of the cost impact of the method change after bedrock was found.
The no-increase expectation held through November 12 2025, when Engineer Olinger repeated that the work change directive was issued with no notable price increases anticipated. The supporting unofficial estimate nets to a reduction of $9,644 against the $2,294,629.25 contract. A priced, executed change order confirming the final open-cut unit prices is not in our holdings.
11-12-25 Council Packet(1); 10.14.25 Council Packet Agenda, Work Change Directive No. 1 · taken up again 2025-11-12
Shallow bedrock was discovered on the east end of 2 nd St (between ~305+00 and ~309+00) was discovered during investigatory excavations.
Justification for changing the watermain installation method to open trench.
The bedrock finding is stated consistently in Work Change Directive No. 1 and repeated by Engineer Olinger on November 12 2025, locating shallow bedrock on the east end of 2nd Street between roughly station 305+00 and 309+00, found during investigatory excavations. The exploratory excavation field records and the geotechnical borings that would independently verify the depth and extent are not in our holdings.
10.14.25 Council Packet Agenda, Work Change Directive No. 1; 11-12-25 Council Packet(1) · taken up again 2025-11-12
Following review of anticipated pricing, no increase to the overall contract price is anticipated. An unofficial estimate is provided for reference alone.
The attached spreadsheet shows street work up $49,036, water down $51,250, storm down $7,430, for a net change of $(9,644).
The unofficial estimate was never replaced by priced figures in anything we hold. On November 12 2025 the engineer anticipated a corrective change order to revise completion dates and costs for the 2nd Street watermain work, and Change Order No. 1 was approved March 10 2026, but the passages record only its date-extension item. The priced schedule attached to the executed Change Order No. 1 would settle it.
11-12-25 Council Packet(1); 3-10-26 Council Packet Updated · taken up again 2026-03-10
CONTRACTOR SHALL RE-ESTABLISH ROADWAY AND PEDESTRIAN ACCESS EACH NIGHT OUTSIDE OF WORKING HOURS. COUNTY WHITE 1. FULL CLOSURE AND DETOUR MAY ONLY BE LEFT IN PLACE FOR 7 5.
Staging limits governing the CSAH 12 closure and detour route.
The staging limits are as stated, and they come with three further conditions. The plan notes cap the full closure and detour at 7 working days, or 11 days if final surface restoration is completed immediately after excavation, require that access to 2nd Street east of the closure area be preserved at all times, and require the closure be temporarily surfaced and opened to local traffic over nights and weekends with minor exceptions allowed. The Goodhue County closure permit and a dated closure log are not in our holdings.
10.14.25 Council Packet Agenda, plan sheets C7.03 and C7.04
INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS. EXTRAPOLATED OR INTERPOLATED FROM SOIL BORINGS. THE CITY NOR ENGINEER GUARANTEE ITS 3.
Caveat on the rock and groundwater data governing the open-cut watermain installation.
The disclaimer is exactly as quoted, and the plans do carry estimated rock quantities to price against. The profile at station 306+60.4 shows up to 20 cubic yards of 0 to 24 inch rock excavation and up to 22 cubic yards of 24 to 42 inch rock excavation, with the rock identified as Shakopee Dolostone in both hard and soft forms. The geotechnical report in the project manual and the actual excavated rock quantities are not in our holdings.
10.14.25 Council Packet Agenda, plan sheets C4.03 and C4.04 soil profile notes
CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER TH 5 PRIOR TO STARTING WORK. FOREST STREET 4TH STREET 6 DETOUR ROUTE CSAH 12 c Bolton & Menk, Inc. 2025, All Rights Reserved 5TH STREET Full Closure planned for all excavation work.
Traffic control requirements for work performed outside the full CSAH 12 closure.
We hold the plan requirement but no evidence of compliance. Sheet C7.04 requires the contractor to submit a traffic control plan to the City Engineer before starting lane closures for hydrants, services or sanitary sewer lining outside the CSAH 12 closure, and no submitted plan or engineer approval appears in any packet we hold. The submitted plan with the engineer's approval stamp would settle it.
10.14.25 Council Packet Agenda, plan sheets C7.03 and C7.04 · would settle it: The submitted traffic control plan and engineer's approval
Ftr Copper (to be located) SLEE STREET 2 EA 10" 45° BEND STA 305+64 l INV=1107.46 1 EA 10" GATE VALVE & BOX F-D STA 300+52 M 6" CIP W INV=1107.57 Frontier Ped (square box) CLVT CLVT 1 EA 10"X10" TEE INV=1105.25 STA 305+68.5, 4' LT 1 EA 10"X8" REDUCER CLVT 1 EA 10"X6" TEE 30" RCP STRM SEWER 5 LF 6" PVC WM l 1 EA 6" GATE VALVE & BOX F-D CLVT >> 661400020 1 EA 6" SLEEVE 1 EA HYDRANT (G=1119.14) R INV=1125.98 1018 2ND STREET > 4" Conc Walk (to be >> rock at 5' >>> >> >> down 9' soil ok replaced entirely - 5' wide) SEE
Utility locates needed before open-cut watermain installation on 2nd Street.
We hold nothing on the Frontier locates. The revised plan sheets mark the copper as to be located near station 308+97 by 1028 and 1032 2nd Street, and no locate ticket or field record appears in the packets. Gopher State One Call locate tickets or Frontier's field locate records would settle it.
10.14.25 Council Packet Agenda, plan sheets C4.03 and C4.04 · would settle it: Field locate records for the Frontier copper lines
EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT). 1029 2ND STREET CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL). **ROCK PROFILE ILLUSTRATED ON PLAN IS 2.
Plan note stating existing service locations are approximate and will vary from plan with no adjustment in payment.
We hold the requirement but no verification records. The plan notes state existing service locations are approximate and will vary from plan with no adjustment in payment, and require the contractor to verify actual locations and that each service is active before connecting, as an incidental cost. The contractor's field verification records for the 2nd Street water services would settle it.
10.14.25 Council Packet Agenda, plan sheets C4.03 and C4.04 · would settle it: Field verification records for the water services on 2nd Street
Decisions 5 motions
Who did what
| Person | At this meeting |
|---|---|
| Don Kirchmann Mayor | Called the meeting to order at 6:00 p.m., reconvened the special meeting at 7:20 p.m., signed the minutes |
| Mary Bailey Council Member | Moved to close the meeting and to adjourn the closed session; seconded the investigator motion and the adjournment |
| Kim Helgeson Council Member | Seconded the motions to close and adjourn the closed session; moved to hire an outside investigator and to adjourn |
| Lee Sjolander Council Member | Moved to place Officer Homeier on paid suspension with a letter to be sent the next day |
| Elana Brunner Council Member | Seconded the motion placing Officer Homeier on paid suspension |
| Scott Riggs Attorney | Attended the closed session and recommended the two motions that came out of it |
| Jana O'Leary-Sullivan Attorney | Present for the closed session on internal affairs data |
| Scott Lehner City Administrator | Present; named as Owner approver on Pay Application No. 2 in the packet |
| Holli Gudknecht Administrative Assistant | Recorded and signed the minutes; submitted packet agenda item reports |
| Jeff Sjoblom Police Chief | Present at the meeting; listed in the packet to recognize Luke Cordes for Eagle Project work |
| Homeier Police Officer | Placed on paid suspension by unanimous council vote, with a letter to be sent the following day |
| Derek Olinger City Engineer, Bolton & Menk | Certified the revised plan sheets and recommended Pay Application No. 2 in the packet |
| Nick Dahle Project Manager, Fitzgerald Excavating and Trucking | Signed the contractor's certification on Pay Application No. 2 |
| Luke Cordes Eagle Scout project volunteer | Named in packet for recognition for landscaping around the "Kenyon" sign on Hwy 56/60 and by the police station flag pole |
| Wayne Ehrich Presenter listed in packet | Listed to recognize Luke Cordes at the October 14 meeting |
Organizations named: City of Kenyon, Kenyon Police Department, Bolton & Menk, Inc., Fitzgerald Excavating & Trucking Inc., Goodhue County Highway Department
Figures
| Amount | What |
|---|---|
| $2,294,629.25 | Original contract price, 2025 Street & Utility Improvements (Pay Application No. 2) |
| $345,632.88 | Total work completed and materials stored to date |
| $17,281.64 | Retainage (5% of work completed) |
| $328,351.24 | Amount eligible to date |
| $34,711.57 | Less previous payments |
| $293,639.67 | Amount due this application (Pay Application No. 2) |
| $47,500.00 | Bid item: Surface Restoration (2nd St), removed in the work change directive estimate |
| $144,300.00 | Bid amount for 780 LF of 10" PVC watermain (directional drilled), removed under the revised open-cut plan |
Said at the meeting
Discussion was held on internal affairs data related to allegations of law enforcement personnel misconduct.
Minutes · minutes, verbatim
Attorney Riggs made recommendations for two motions that came out of the closed meeting.
Minutes · minutes, verbatim
Motion by Helgeson seconded by Bailey to authorize city staff and attorney to hire an outside investigator.
Minutes · minutes, verbatim
Motion by Sjolander seconded by Brunner to place Officer Homeier on paid suspension with a letter to be sent tomorrow.
Minutes · minutes, verbatim
Following review of anticipated pricing, no increase to the overall contract price is anticipated.
Work Change Directive No. 1 (Bolton & Menk) · minutes, verbatim
The minutes
Official minutes as adopted, from 10.14.25 Council Packet Agenda; text extracted from the PDF.
Council Meeting was duly held in the City Council chambers at 6:00 p.m. on the 6th day of October 2025.
- Present
- Mayor Don Kirchmann, Council Members Kim Helgeson, Lee Sjolander, Elana Brunner, and Mary Bailey
- Also present
- Administrator Scott Lehner, Holli Gudknecht, Attorney Scott Riggs, Attorney Jana O'Leary-Sullivan, and Police Chief Sjoblom
The meeting was called to order by Mayor Kirchmann at 6:00 pm.
Motion by Bailey seconded by Helgeson to close the meeting at 6:03 pm. Motion carried 5-0-0.
Discuss Internal Affairs Data Related to Allegations of Law Enforcement Personnel
Misconduct Discussion was held on internal affairs data related to allegations of law enforcement personnel misconduct.
Motion by Bailey seconded by Helgeson to adjourn the closed session at 7:19 pm.
Motion carried 5-0-0The special meeting was called to order at 7:20 pm by Mayor Kirchmann.
Any Actions that must Occur by a Vote Stemming from the Subject of the Closed Meeting,
Including a Continuance of the Meeting Attorney Riggs made recommendations for two motions that came out of the closed meeting.
Motion by Helgeson seconded by Bailey to authorize city staff and attorney to hire an outside investigator. Motion carried 5-0-0.
Motion by Sjolander seconded by Brunner to place Officer Homeier on paid suspension with a letter to be sent tomorrow. Motion carried 5-0-0.
Other Related Matter
Nothing additional.
Adjournment
Motion by Helgeson second by Bailey to adjourn meeting at 7:22 pm. Motion carried 5-0-0.
Holli Gudknecht, Administrative Assistant Donald Kirchmann, Mayor
AGENDA ITEM NO. VI.A
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT
DATE: October 14, 2025
SUBMITTED BY: Holli Gudknecht, Administration
ITEM TYPE: Miscellaneous
Agenda Section: Presentations / Public Hearings
RECOGNITIONS/PROCLAMATIONS
SUBJECT: Presentation/Recognition
1. Thank you to Luke Cordes for Eagle Project Work in the City
SUGGESTED ACTION: Wayne Ehrich and Jeff Sjoblom will recognize Luke Cordes for the
work he did landscaping around the "Kenyon" sign on Hwy 56/60 and by the flag pole at the police station.
Attachments:
AGENDA ITEM NO. VII.A
Agenda Item Summary
CITY COUNCIL AGENDA ITEM REPORT
DATE: October 14, 2025
SUBMITTED BY: Holli Gudknecht, Engineering
ITEM TYPE: Engineering
Agenda Section: Engineering
SUBJECT: 2025 Street & Utility Improvements
Suggested Action:
5th Street and 8th Street utility and grading work is nearly complete. Concrete curb and driveways are scheduled for the week of 10/20 and paving is planned for the end of the month..
2nd Street watermain work is also now started. This work was originally planned to be installed using trenchless/directional drilling methods, which was intended to minimize surface disruption. After we found some unanticipated bedrock within 2nd street, we switched the method of installation to more conventional excavation. In the meantime, we've issued a work change directive (attached) to keep the crews moving while the weather is still good. A more formal change order will be required in the future. We do not anticipate any notable price increases.
Pay Application 2 is requested for approval. This payment includes mostly utility and grading work for 5th Street and 8th Street, as completed through 10/3.
Requested Action:
Motion Approving Pay Application #2
Attachments:
14 134934 Work Change Directive 1_executed.pdf 134934 Pay Application No. 2.pdf
WORK CHANGE DIRECTIVE FORM NO.: 1
Owner: City of Kenyon Owner's Project No.: N/A
Engineer: Bolton & Menk Engineer's Project No.: 24X.134934.00 Contractor: Fitzgerald Excavating & Trucking Inc. Contractor's Project No.: N/A Project: 2025 Street & Utility Improvements Contract Name: N/A Date Issued: 10/06/2025 Effective Date of Work Change Directive: 10/06/2025
Contractor is directed to proceed promptly with the following change(s):
Description: The original bid design for new watermain within 2 nd street was for 10" diameter watermain and related improvements, installed using primarily horizontal directional drilling methods. Shallow bedrock was discovered on the east end of 2 nd St (between ~305+00 and ~309+00) was discovered during investigatory excavations. Based on this information, it is believed that the watermain can most cost effectively installed using open trench methods. The attached plan sheets illustrate changes to the bid plan which will accommodate open trench installation of piping. Following review of anticipated pricing, no increase to the overall contract price is anticipated. An unofficial estimate is provided for reference alone. At this time, it is the intent to substantially complete all 2 nd Street work in 2025. Some reasonable time extensions may be made later via change order, if necessary to accommodate the revised work plan. Attachments: Revised Plan sheets C4.03, C4.04, C5.01, C7.03, C 7.04, marked "WCD-1", dated 10/06/2025 Cost Estimate (unofficial, not intended to revise contract price)
Purpose for the Work Change Directive: Allow for open cut installation of watermain within 2nd Street.
Directive to proceed promptly with the Work described herein, prior to agreeing to change in Contract Price and Contract Time, is issued due to: ☐ Non-agreement on pricing of proposed change. ☒ Necessity to proceed for schedule or other reasons. Some minor adjustment to contract price and timelines expected at later date. Contract not anticipated to increase in price.
Estimated Change in Contract Price and Contract Times (non-binding, preliminary):
Contract Price: $ No Change (final price to be determined) Contract Time: N/A days Minor time extension may be required to accommodate change in work plan.
This document is a MODIFED version of EJCDC® C‑941, Copyright© 2018 by NSPE, ACEC, and ASCE. All rights reserved. City of Kenyon - 24X.134934.000 WORK CHANGE DIRECTIVE FORM June 2025 PAGE 00 63 49-1 16 17 666600240 902 2ND STREET STA 300+21 F-D 666600250 1 EA 6" SLEEVE l 133 SLEE STREET 666600260 1 EA 6" GATE VALVE & BOX 1010 2ND STREET 661400030
Pearl Creek
EA 10"X8" REDUCER 1022 2ND STREET F-D l STA 300+29 - 300+34 Ftr Copper (to be located)
Slee Street
EA 10" 45° BEND STA 305+64 l INV=1107.46 1 EA 10" GATE VALVE & BOX F-D STA 300+52 M 6" CIP W INV=1107.57 Frontier Ped (square box) CLVT CLVT 1 EA 10"X10" TEE INV=1105.25 STA 305+68.5, 4' LT 1 EA 10"X8" REDUCER CLVT 1 EA 10"X6" TEE
30" RCP STRM SEWER 5 LF 6" PVC WM l 1 EA 6" GATE VALVE & BOX F-D CLVT >> 661400020 1 EA 6" SLEEVE 1 EA HYDRANT (G=1119.14) R
INV=1125.98 1018 2ND STREET > 4" Conc Walk (to be >> rock at 5' >>>
>> >> down 9' soil ok replaced entirely - 5' wide) SEE SHEET C5.01 FOR STORM G STA 300+71.5, 8.5' LT l
EA 10"X6" TEE F-D E RECONSTRUCTION DETAILS >> EXCAVATE, F&I INSULATION
6" DIP WM 9 LF 6" WM 1" WATER SERVICE >>>> Rem & Replace 6" Conc Drive (Typ) >> G 1 EA HYDRANT (G=1131.43) CC G G l C E 302 303 10" WM HDD OPEN CUT 305 6" l
MATCH LINE - 306+00
>> l l l l l l l 304 l 306 >> 253.3 sf l l l l l l l l F-D CONNECT TO EX MAIN 6" 301 l l l l l 24" l >> l WM l l 6" valve FIELD VERIFY 224 sf 371.1 sf l WM l l 390.1 sf CB R=1135.99 G 1,649 sf RCP STR >> G OE 373.7 sf >> I= NE 1126.94 G G G G >> M . SE 172.1 sf
2ND STREET G F-D (shift to north of tee) >> >> G G F-D
10" WM G G >> G WER l CB >> >> >> >> 2S-050 E I= W 1131.49 G G CB >> >> >> G G G R=1127.70 G >> >> >> >> R=1143.34 I= E 1121.05 G 24" G RCP STRM.G SEWER G 2S-040 I= NW 1121.00 G G l I= E 1138.92 F-D S R=1140.41 MH SSWR > > > > OE G l > 12+00 > > > > > 13+00 > > > >> 11+00 8" VCP SAN. SEWER l G > > >14+00 > > > > > > 15+00 S I= S 1123.17 8"> VCP SAN. SEWER 300 I= E 1123.81 > > 16+00 > l E >> MH SSWR l 10+00 l l l l l l 722.7 sf l l l E l l l 8" VCP SAN. SEWER >> R=1128.07 > > O l > l 6"l DIP WM l > 6" DIP WM l 6" CIP WM I= E 1121.78 BULKHEAD EX WATER MAIN l l l l l l E 8" VCP SAN. SEWER l (ABANDON) (ABANDON) l l l l l l l l I= W 1121.77 6" F-D l l l l l l CIP WMl l l
138" SPAN ARCH PIPE G >> >> (ABANDON) REPLACE PAVEMENT MARKINGS AS NEEDED, >>
138" SPAN ARCH PIPE l
>> H >> D CB OE 30" RCP STRM. SEWER >> E GENERALLY CONSISTING MH STRM >> D R=1143.78 OF 4">>SOLID, >> E CB MH STRM >> >> >> R=1127.69 152.4 ft >> R=1137.19 I= N 1123.84 >> YELLOW F-D C l R=1137.40 G F-D DOUBLEF-D AND SINGLE F-D F-D WHITEF-D F-D I= W 1131.35 G G G G >> I= E 1134.40 G G G I= NW 1128.82 >> G G G G G I= SE 1131.34 >> 30 >>" RCP STRM. SEWER I= E 1128.30 I= W 1136.78 G G I= SW 1128.40 >> >> >> >> SOIL PROFILE LEGEND & NOTES X
>> 1" WATER SERVICE X X >> X REPLACE PAVEMENT X 6x6 tee (used to keep main live) D R=1129.18 MARKINGS X MH STRMX AS NEEDED, SILT X >> X X X X X X X X X X X X X X X X X >>X X X X X X X >> >> X X X X X X X X
>> 30" RCP STRM. SEWER >> GENERALLY CONSISTING OF 4" SOLID, CLAY I= NW 1112.78 sacrificial valve to permanently shut after I= SE 1112.62 X
666600210 new services connected >> DOUBLE YELLOW AND SINGLE WHITE SAND/GRANULAR >> >> >> >> >> CLVT >> 903 2ND STREET INV=1109.34 HARD ROCK (SHAKOPEE DOLOSTONE) CLVT Revised Route 661400210 SOFT ROCK (SHAKOPEE DOLOSTONE) 666600200 for 1029 2nd 1029 2ND STREET INV=1106.82 PAVEMENT
Pearl Creek
St Water
NOTES: 666600180 Service ESTIMATED ROCK PROFILE** OBSERVED GROUNDWATER*** 1029 2ND STREET 1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT). 1029 2ND STREET CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL). **ROCK PROFILE ILLUSTRATED ON PLAN IS 2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS. EXTRAPOLATED OR INTERPOLATED FROM SOIL BORINGS. THE CITY NOR ENGINEER GUARANTEE ITS 3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS. ACCURACY. RELIANCE ON SUCH INFORMATION FOR 4. MAINTAIN MINIMUM 7.5' COVER OVER WATERMAIN & SERVICES. BIDDING OR CONSTRUCTION IS AT THE SOLE 5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE DISCRETION OF THE THE CONTRACTOR AND WEARING COURSE OF PAVEMENT, SEE 33 01 30.86 OF PROJECT MANUAL FOR PAYMENT PROCEDURES DIRECTIONAL DRILLING WATERMAIN INSTALL NOTES ***GROUNDWATER DEPTH AS OBSERVED DURING 6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES 1. CONTRACTOR MUST PHYSICALLY LOCATE AND CONFIRM EXISTING SERVICES/MAINS AT CRITICAL CROSSINGS BORING. LIKELY TO FLUCTUATE 7. TEMPORARY BYPASSING OF SANITARY SEWER REPLACEMENT IS INCIDENTAL. TO ENSURE NO DAMAGE TO CROSSING PIPES/LINES (INCLUDE IN PRICE FOR HDD) SEE GEOTECHNICAL REPORT IN PROJECT MANUAL FO 1150 2. PLAN DEPTH OF WATERMAIN IS ASSUMED PATH FOR DIRECTIONALLY DRILLING MAIN AND ACHIEVING 1150 ADDITIONAL SOIL/ROCK INFORMATION REQUIRED 18" VERTICAL CLEARANCE FROM CROSSING STORM SEWERS. CONTRACTOR MAY ALTERNATIVELY REVISE TO SHALLOWER DEPTH AND ACHIEVE VERTICAL OFFSET WITH BENDS AND INSULATION. REVISIONS TO 2S-050 PROFILE SUBJECT TO ENGINEER REVIEW. IF USING ALTERNATE PROFILE, COST OF ADDITIONAL FITTINGS, 300+66.43, 12.37' RT EXCAVATIONS & INSULATION (BEYOND PLAN QTY) MUST BE INCLUDED IN PRICE FOR HDD. 1145 R=1140.41 1145 I=1123.81 6" E
STA 300+07, 52' LT B-4
1140 EG PROFILE OVER WATERMAIN 1140
1135 2S-040 1135 304+62.77, 23.84' RT R=1128.07 I=1121.77 6" W TEE I=1121.78 6" E B-5 1130 300+52.36 1130 I=1132.25 TEE 1.5' MIN COVER 300+71.22 5' rock depth REVISED WATER PROFILE (7.5' COVER) I=1131.65 EX 15" STM 1125 INV = 1126.74 6' Rock 1125
10" PVC W GRADE BREAK M 301+53.1 24" STM 1120 INV = 1120.33 1120
c Bolton & Menk, Inc. 2025, All Rights Reserved I=1124.13 EX 24" STM INV = 1119.06 ASSUMED ROCK DEPTH FROM GRADE BREAK TEE 304+25.3 GRADE BREAK S.A.P. 025-612-011 PROJECT DATA 304+65.1 305+68.73 1115 I=1117.77 I=1118.57 1115 4" POLYSTYRENE I=1117.77 INSULATION 1.5' MIN COVER 30"-42" ROCK EXCAVATION EG ELEVATION OVER WATERMAIN 105.0 ft EX 138" SPAN ARCH PIPE 1110 ELEVATION AT WATERMAIN INVERT INV = 1108.18' EX 138" SPAN ARCH PIPE UP TO 50 CY 1110 INV = 1105.79'
H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 6/5/2025 4:54:12 PM
1141.5 1141.1 1139.9 1139.0 1137.4 1135.8 1134.5 1133.8 1133.0 1132.4 1131.7 1131.0 1130.4 1129.9 1129.4 1129.1 1128.8 1128.5 1128.3 1128.3 1128.7 1129.3 1129.8 1130.3 1142.5 1133.13 1132.33 1131.30 1129.01 1126.71 1124.42 1123.62 1123.03 1122.45 1121.86 1121.28 1120.70 1120.11 1119.53 1118.94 1118.36 1117.77 1117.77 1117.84 1118.02 1118.20 1118.38 1118.56 1118.73 1105 1105 299+75 300+00 301+00 302+00 303+00 304+00 305+00 306+00 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CWH SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 1 WCD-1 10/06/2025 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN
Horz.
SCALE FEET
VERT. SCALE FEET DEREK OLINGER Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS UTILITY PLAN & PROFILE C4.03 R www.bolton-menk.com CLIENT PROJ. NO. 54287 06/10/2025 2ND ST 300+00-306+00 LIC. NO. DATE 134934 18 STA 308+63.5 1 EA 10" 90° BEND 661400030 > 1022 2ND STREET STA 308+81.5 - 308+83.5 rock at 8' 2 EA 10" 45° BEND >
8" VCP SAN. SEWER STA 308+97 661400090 1 EA 10"X10" TEE > 1028 2ND STREET 661400080 13 LF 10" PVC WM 1032 2ND STREET 1 EA 10"X6" REDUCER 4" Conc Walk (to be 1 EA 6" GATE VALVE & BOX replaced entirely - 5' wide) 1 EA 6" SLEEVE Frontier Ped > STA 308+97' RT REPLACE PAVEMENT MARKINGS AS NEEDED, R
EA DISCONNECT EX WATERMAIN GENERALLY CONSISTING OF 4" SOLID, 1" WATER SERVICE 1" WATER SERVICE 1" WATER SERVICE > DOUBLE YELLOW AND SINGLE WHITE 1" WATER SERVICE G G
G Cb
306 307 10" WM HDD OPEN CUT 308 R=1141.94
MATCH LINE - 306+00
l l G > l l l l l l l l l l l G I= W 1136.54 I= E 1137.14 C 2
202 sf 986.7 sf I= SE 1138.70 I= SW 1136.70 C F-D F-D F-D sf F-D F-D G G G 220.1 SEWERG 146.3Gsf >> l 24" RCP STRM. SEWER G G RCP STRM. 24" >> >> l >> >> >> >> >> >> >> >>>> >> >> >>>> >> >> >> >> >> G G >> >>
>> >> >> >> >> >> >> >> G >> G >> >> >> >> 15" RCP STRM. SEWER
2ND STREET G
2ND STREET G G G G G G G MH STRM l > G G CB 66.0 ft OEC R=1133.35 R=1140.89
10" WM G I= W 1130.59
15" RCP STRM. SEWER I= E 1129.25 17+00 PC-090 I= S 1128.37 18+00 19+00 I= E 1130.61 20+00 21+00 2
> > l >> I= SE 1130.82 8" VCP SAN. SEWER > > > > > > > I= W 1127.95 8" VCP SAN. SEWER > > > > > > > > > > > > 8" VCP SAN. SEWER> S > > > > > > > > > > > S > > > > > G 8" VCP SAN. SEWER 2S-010 22 G l 6" lCIP WM l 6" CIP WM OEC l l l l l l l l l l l l l l l l l l l l l l l 2,194.5+0sf 309 l l l (ABANDON) l 0 > CB
25.2 ft l MH STRM R=1131.23 CB >> CLVT G CONNECT TO EX MAIN R=1141.98 I= SE 1138.58 l I= E 1122.23 G R=1133.50 DISCONNECT AND BULKHEAD EX WATER MAIN INV=1133.52 > FIELD VERIFY OEC I= S 1138.03 I= N 1137.80 I= N 1121.92 I= N 1128.75 CLVT >> CLVT >> l I= W 1122.08 I= E 1129.20 INV=1137.28 >> >> CLVT >> G l > 8" INV=1138.16 3
6" CIP VC PS OEC INV=1139.32 SOIL PROFILE LEGEND & NOTES 1" WATER SERVICE l WM AN INV=1139.83 G CLVT > .S EW SILT l ER > OEC CLAY >> G cap OEC OEC SAND/GRANULAR CLVT l HARD ROCK (SHAKOPEE DOLOSTONE) MA G > INV=1140.25 21 +0 OEC SOFT ROCK (SHAKOPEE DOLOSTONE) l 0 OEC PAVEMENT NT G STA 309+07, 4' RT > NOTES: 1 EA DISCONNECT EX WATERMAIN l OEC ESTIMATED ROCK PROFILE** OR 1. EXISTING SERVICE LOCATIONS ARE APPROXIMATE AND WILL VARY FROM PLAN (NO ADJUSTMENT IN PAYMENT). G > OBSERVED GROUNDWATER*** CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS AND THAT SERVICE IS ACTIVE PRIOR TO CONNECTING (INCIDENTAL). l OEC **ROCK PROFILE ILLUSTRATED ON PLAN IS VIL STA 309+10 G > OEC EXTRAPOLATED OR INTERPOLATED FROM SOIL 2. INSTALL SANITARY AND WATER TRACER SYSTEMS, SEE SPECIFICATIONS. 661400211 1 EA 10" 45° BEND G l BORINGS. THE CITY NOR ENGINEER GUARANTEE ITS LE Ftr Copper (need to locate) 3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN WATERMAIN AND SEWER AT ALL CROSSING, SEE DETAILS. 1049 2ND STREET G OEC ACCURACY. RELIANCE ON SUCH INFORMATION FOR > 4. MAINTAIN MINIMUM 7.5' COVER OVER WATERMAIN & SERVICES. STA 309+23 OEC BIDDING OR CONSTRUCTION IS AT THE SOLE RD l 5. VALVE BOXES AND MANHOLE CASTINGS SHALL BE RAISED TO SURFACE FOLLOWING INSTALLATION OF BOTH BASE 1 EA 10"X6" REDUCER G OEC DISCRETION OF THE THE CONTRACTOR > AND WEARING COURSE OF PAVEMENT, SEE 33 01 30.86 OF PROJECT MANUAL FOR PAYMENT PROCEDURES 1 EA 6" GATE VALVE & BOX G ***GROUNDWATER DEPTH AS OBSERVED DURING 6. BULKHEAD EXPOSED ENDS OF ALL ABANDONED PIPES 1 EA 6" SLEEVE OEC > OEC BORING. LIKELY TO FLUCTUATE 7. TEMPORARY BYPASSING OF SANITARY SEWER REPLACEMENT IS INCIDENTAL. 20 SEE GEOTECHNICAL REPORT IN PROJECT MANUAL FO +0 1150 C 1150 0 > OEC ADDITIONAL SOIL/ROCK INFORMATION 2S-010 DIRECTIONAL DRILLING WATERMAIN INSTALL NOTES 308+94.50, 9.49' RT 1. CONTRACTOR MUST PHYSICALLY LOCATE AND CONFIRM EXISTING SERVICES/MAINS AT CRITICAL CROSSINGS R=1140.89 TO ENSURE NO DAMAGE TO CROSSING PIPES/LINES (INCLUDE IN PRICE FOR HDD) I=1130.61 6" E 2. PLAN DEPTH OF WATERMAIN IS ASSUMED PATH FOR DIRECTIONALLY DRILLING MAIN AND ACHIEVING 1145 I=1130.82 6" SE 1145 REQUIRED 18" VERTICAL CLEARANCE FROM CROSSING STORM SEWERS. CONTRACTOR MAY ALTERNATIVELY I=1130.59 6" W REVISE TO SHALLOWER DEPTH AND ACHIEVE VERTICAL OFFSET WITH BENDS AND INSULATION. REVISIONS TO EG PROFILE OVER WATERMAIN B-6 PROFILE SUBJECT TO ENGINEER REVIEW. IF USING ALTERNATE PROFILE, COST OF ADDITIONAL FITTINGS, STA 308+72, 96' LT EXCAVATIONS & INSULATION (BEYOND PLAN QTY) MUST BE INCLUDED IN PRICE FOR HDD. (PROJECTED PROFILE 1140 ALONG 2ND ST) 1140
PC-090 EX 18" STM
1+50.00, 0.00' LT INV = 1137.97 R=1131.23 1135 I=1122.08 6" W 1.5' MIN COVER 1135 I=1122.23 6" E I=1121.92 8" N REVISED WATER PROFILE (7.5' COVER) EX 24" STM INV = 1133.97
1130 1130 7' Rock Depth
GRADE BREAK 45° BEND
90° BEND 308+83.57 I=1133.00 1125 308+63.6 1125 I=1131.17 VC WM 10" P 45° BEND 308+81.57 1120 I=1131.17 1120
c Bolton & Menk, Inc. 2025, All Rights Reserved 135.0 ft I=1131.17 0"-24" ROCK EXCAVATION UP TO 20 CY GRADE BREAK 306+60.4 1115 I=1119.17 1115 55.0 ft EG ELEVATION OVER WATERMAIN 24"-42" ROCK EXCAVATION 1110 UP TO 22 CY ELEVATION AT WATERMAIN INVERT 1110
H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C401.dwg 6/5/2025 4:54:17 PM
1130.3 1130.8 1131.6 1132.5 1133.8 1135.0 1136.2 1137.6 1139.1 1140.3 1140.8 1141.1 1141.3 1141.4 1105 1118.73 1118.91 1119.09 1120.03 1121.51 1122.98 1124.46 1125.94 1127.41 1128.89 1130.36 1131.17 1133.00 1133.00 1105 306+00 307+00 308+00 309+00 310+00 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CWH SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 1 WCD-1 10/06/2025 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN
Horz.
SCALE FEET
VERT. SCALE FEET DEREK OLINGER Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS UTILITY PLAN & PROFILE C4.04 R www.bolton-menk.com CLIENT PROJ. NO. 54287 06/10/2025 2ND ST 306+00-309+00 LIC. NO. DATE 134934 19 F-D
Alternate 1
>> l
Spring Street
D >> >> 666600260 1010 2ND STREET > F-D
Pearl Creek
l 1022 2ND >>
Bullis Street
>> > F-D l OC
>> EX-20.1 200+00 >> l > CLVT CLVT F-D OC CLVT >> >> >> 661400020
EX 30" RCP
>> l 665100040 > 1018 2ND STREET F-D 410 5TH STREET R
OC >> G
CP R
"R >> >> >> >> 15 > >> EX >> >> 11 LF 15 LF G F-D >> >> 18" STM >> >> OC C EX-20 20 40 LF C 18" STM EX-11 EX 36" RCP 24" EX 36" RCP D RCP l l l l l PI: 8+50.00 > >> l >> >> >> >> >> >> >> >> >> >> >> >> >> 2
D >> >> >> >> >> >> >> >> >> >> OC OC >>>> OC OE OC OE l l l l E l l X 24>> >> OC OE OC OE OC OE OC OE OE OE OC OE OC OE OC OE OC OE " RC G
PI: 13+46.54 >> OE OC OC OE OE OC OE OC OE OC OE OC OE OE OC F-D OC OE OC OE OC OE OE OC OC OE OE OC OE OC OC OE OC OE OE OC 45° BEND (18") >> E >> P F-D 11.5 11.1 >> 2
E >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> (INCIDENTAL) >> >> >> >> >>
2ND STREET >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> G G G G G >> >> >> >> >> >> >> G G G EX-20.2 G G RCP STRM.G SEWER G 24" G OE G G 33 LF > >> 9+00 10+00 18" STM 11+00 12+00 13+00 l > > > > > > S > 8"> VCP SAN. >SEWER l l
5TH STREET >> l E l l WM 6" CIP l l l l l l l l l l E l l l l l l l l l l >> 6" CIP WM 8" VCP SAN. SEWER >> >> > > > O l E CONNECT TO l 11.2 >> 6" CIP WMl EX 18" CMP USING > l l l l l l l l l l l l l l
138" SPAN ARCH PIPE >>X >> X >> X >> X >>X >> >> >> MARMAC WATER-TIGHT COUPLER E >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>
138" SPAN ARCH PIPE X X X X X X X X X X X X X X X X X X X X X X X X X >> X E X
Ex 11.3
l >>
> > X >> X >>
20+00 ER X >> X W E
8" VCP SAN. SEWER ST >>
>> RM X l X >> SE X X X
D X >>
X X X X X X X X X
6" PVC STRM SEWER X X >>X X X X X X X X X X X 1 >> >> >>8" C 30" RCP STRM . SEWER >> X >> X
M 666800400 C
P 400 6TH STREET
l >> 536.51' FRONTAGE CLVT > 661400210 CLVT 1029 2ND STREET C >> >>
>> > 666600180 1029 2ND STREET
Pearl Creek
>> >> SUBGRADE DRAIN NOTES > 1. STR HEIGHT >= 4', SUBDRAIN 1' ABOVE LOW INVERT 2. STR HEIGHT < 4', SUBDRAIN 0.5' ABOVE LOW INVERT >> >> 3. MAX BEND FOR 6" PERF PVC PIPE DRAIN IS 22.5 > 4. SUBDRAIN BENDS, FITTINGS AND CONNECTIONS TO EXISTING STRUCTURES/PIPES IS INCIDENTAL 1185 1185 1145 1145 >> >> S
1180 1180 1140 1140 EX-11 20 20+57.69, 0.00' 200+46.91, 0.00' 11.2 R=1164.83 R=1128.14 1175 20+18.03, 0.00' LT I=1159.50 18" S 1175 1135 I=1120.20 24" E 1135 R=1165.04 I=1158.92 36" E EX-20 EX-20.2 I=1162.30 18" S I=1159.72 15" NE 200+46.91, 0.00' 200+91.65, 0.00' I=1160.72 18" N I=1158.86 36" W LEAVE EXIST STRUCTURE & OPENINGS IN TO BE LEFT IN R=1128.14 R=1127.70 EX 11.3 11.1 PLACE. CONNECT TO EX PIPE PLACE I=1118.23 24" E I=1121.00 24" W 1170 20+12.00, 0.00' 20+43.08, 0.00' 1170 IMMEDIATELY OUTSIDE STRUCTURE W/ 1130 I=1108.24 30" N 1130 R=1165.23 R=1164.93 WATERTIGHT SEAL SALVAGE CASTING 1 EA ~40' 24" PP PIPE I=1162.92 12" S I=1160.22 18" S RECONSTRUCT DRAINAGE STRUCTURE, 9.9 LF VARIABLE SLOPE I=1162.73 18" N I=1161.52 18" W REMOVE EXISTING MH BARREL SECTIONS 11' I=1159.72 18" N THRU 24" OPENING TO EAST. CONNECT AT EXISTING PIPE JOINT 1165 EX 12" RCP 1165 FIELD VERIFY BARREL JOINT TYPE(S). 1125 40' WRAP NEW JOINT WITH 1125 @ 0.73% 24" RCP MARMAC COUPLER OR ORDER & INSTALL NEW BARREL SECTION(S) CONNECT NEW @ 0.97% OTHER WATER-TIGHT SEAL TO ACCOMMODATE RAISED PIPE OPENING. 6' 18" PIPE TO EX-11 EX 18" RCP INITIAL INVESTIGATION TO VERIFY MH BARREL 1160 @ 7.13% 25' 1160 1120 1120 25' - 18" STM @ 2.00%
18" STM JOINT TYPE & BUILD HEIGHT TO BE PAID HOURLY @ 2.00% AS EXPLORATORY EXCAVATION 4" POLYSTYRENE CONNECT TO EX STM CONNECT CB 11.2 TO INSULATION 10" WM EXISTING 18" RCP I=1120.59 (FIELD VERIFY) EX-20.1 TOP = 1118.65 15' 200+00.00, 0.00' 1155 18" STM 1155 1115 1115
c Bolton & Menk, Inc. 2025, All Rights Reserved 8" WM @ 1.50% R=1110.56 TOP = 1157.54 I=1107.69 30" S EXIST BARREL (2) 45 DEG BENDS, SECTION JOINT HERE WRAPPED W/
1150 1150 1110 1110 WATERTIGHT SEAL
1145 1145 1105 EX 138" SPAN ARCH PIPE 1105 INV = 1108.18'
H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C501.dwg 6/5/2025 4:55:29 PM
EX 138" SPAN ARCH PIPE INV = 1105.79' 1165.6 1165.4 1165.6 1140 1165.57 1165.40 1165.57 1140 1100 1100 19+50 20+00 21+00 199+75 200+00 201+00 201+50 KENYON, MINNESOTA DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CWH SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 1 WCD-1 10/06/2025 0 25 0 5 10 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 50 ROCHESTER, MN 55901 DRAWN
Horz.
SCALE FEET
VERT. SCALE FEET DEREK OLINGER Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS STORM SEWER PLAN & PROFILE C5.01 R www.bolton-menk.com CLIENT PROJ. NO. 54287 06/10/2025 5TH ST & 2ND ST LIC. NO. DATE 134934 20 TRAFFIC CONTROL NOTES: TRAFFIC CONTROL SIGNAGE LEGEND DETOURING AND TRAFFIC CONTROL ILLUSTRATED ON SHEET C7.03 AND C7.04 SHALL APPLY TO THE CSAH 12 CLOSURE ONLY. DETOUR SHALL M4-8 BLACK ON R11-2 BLACK DETOUR BE REMOVED IMMEDIATELY AFTER COMPLETION OF CSAH 12 WORK, AS DESCRIBED ON SHEETS C4.03 AND C4.04. ROAD (24 X 12) WHITE CLOSED ON (60 X 30) WHITE M3-4 WEST BLACK ON 10 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MN MUTCD, INCLUDING "FIELD MANUAL FOR (24 X 12) WHITE ROAD CLOSED R11-3 BLACK TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS." 5 MILES AHEAD ON M3-2 BLACK ON LOCAL TRAFFIC ONLY (60 X 30) EAST (24 X 12) 2. CONTRACTOR SHALL COVER ANY CONFLICTING SIGNAGE. (INCIDENTAL) WHITE WHITE 3. CONTRACTOR SHALL PROVIDE 2 EXTRA TYPE III BARRICADES FOR USE WITH SELECT PRIVATE DRIVEWAYS DURING DETOURING. ROADCLOSED R11-4 BLACK GOODHUE M1-6 WHITE TO THRUTRAFFIC (60 X 30) ON 12 (24 X 24) ON BLUE STAGING REQUIREMENTS 4. CONTRACTOR SHALL RE-ESTABLISH ROADWAY AND PEDESTRIAN ACCESS EACH NIGHT OUTSIDE OF WORKING HOURS. COUNTY
White 1. Full Closure And Detour May Only Be Left In Place For 7
5. ANY ADDITIONAL TRAFFIC CONTROL NEEDED FOR PAVING OR OTHER WORK SHALL BE APPROVED BY THE ENGINEER AND IN BLACK M5-1 BLACK ON WORKING DAYS MAX (OR 11 DAYS IF FINAL SURFACE RESTORATION NO ACCESS ACCORDANCE WITH THE LATEST VERSION OF THE MN MUTCD, INCLUDE IN LUMP SUM PRICE FROM TRAFFIC CONTROL. TO KENYON (60 X 30) ON (21 X 15) WHITE COMPLETED IMMEDIATELY AFTER EXCAVATION) Restoration to be completed WHITE 2. ACCESS TO 2ND STREET (EAST OF CLOSURE AREA) MUST BE PRESERVED under traffic/partial closure M6-1 BLACK ON WHITE (21 X 15) WHITE AT ALL TIMES. TYPE 3 ON 3. CLOSURE MUST BE TEMPORARILY SURFACED AND OPENED TO LOCAL M5-1A BLACK ON TRAFFIC CONTROL LEGEND BARRICADE ORANGE (21 X 15) WHITE TRAFFIC OVER NIGHTS AND WEEKENDS (MINOR EXCEPTIONS ALLOWED) 4. REFER TO SHEET G2.01 FOR ADDITIONAL REQUIREMENTS. TYPE A M6-1 BLACK ON FLASHING (21 X 15) WHITE OFFICIAL DETOUR ROUTE F AMBER WARNING M6-3 BLACK ON LIGHT TYPE III BARRICADE(S) (21 X 15) WHITE W20-2 BLACK SIGN DETOUR ON AHEAD (48 X 48) ORANGE
Road W20-3 Black
CLOSED (48 X 48) ON AHEAD ORANGE
Goodhue County Highway Department Facility
APPLIES TO CSAH 12 CLOSURE ONLY
TH 56 DETOUR WEST PROJECT AREA DETOUR ROUTE GOODHUE
DETOUR WEST COUNTY
Goodhue
COUNTY
Coun
TY
Egood
HU TH 60
EAST TY
UN
750' DETOUR DETOUR R DETOU EAST CO
Goodhue
E TYCOUN UR HU OD 12 COUNTY 1000' 12 TO WEST GO
De St
WE R
DETOUR OU 12 GOODHUE EAST GOOD
Det T
COUNTY HUE
EAS EAST GOODHUE
O GO DH
CO UE
Detour
R UN DETOU WEST COUNTY
Detour
TY
750' GOODHUE 12 COUNTY 12 COUNTY GOODHUE EAST DETOUR TH 60
70TH AVE WEST 12 NTY
Goodhue
COUNTY
West
R E
DHU COU
Csah 1
U DET
DETO GOO
Eas T Our
DETOUR E HU
GOODHUE EAST DETOUR OD COUNTY
West
CO UN GO
Goodhue
COUNTY
Detour
60TH AVE TY
East
COUNTY
Goodhue
COUNTY
COUNTY COUNTY COUNTY
12 12 12 DETOUR GOODHUE
West
COUNTY GOODHUE
50TH AVE 12 GOODHUE
Goodhue
GOODHUE COUNTY
East East 12 County
40TH AVE GOODHUE WEST WEST 12 DETOUR DETOUR DETOUR DETOUR DETOUR GOODHUE
West Detour Detour
ROADCLOSED WEST WEST WEST WEST
DETOUR DETOUR ROAD
Road Closed
TH 60 5 MILES AHEAD TO DETOUR CLOSED AHEAD GOODHUE
Thrutraffic 12
GOODHUE AHEAD GOODHUE
12 12 750' LOCAL TRAFFIC ONLY COUNTY COUNTY COUNTY
750' 750' 750' 750' 750' 750' 750' 12 EAST DETOUR EAST DETOUR
12
Csah 12
CSAH 12 750' DETOUR 750' 750' DETOUR 750' 750' NO ACCESS WEST DETOUR COUNTY COUNTY WEST 12 COUNTY GOODHUE EAST END 12 12 COUNTY
Detour Detour 12 Detour
TO KENYON
GOODHUE
M 12 Detour
GOODHUE GOODHUE
GOODHUE
West West
GOODHUE
An West West West West
DETOUR WEST COUNTY
T 12 Goodhue
WEST COUNTY COUNTY
Detour
OR GOODHUE
WEST GOODHUE
COUNTY
DETOUR COUNTY GOODHUE
GOODHUE
Vi 12 Detour 12 Detour Goodhue
LL GOODHUE COUNTY COUNTY COUNTY
Er West
COUNTY
D NO ACCESS
c Bolton & Menk, Inc. 2025, All Rights Reserved SEE SHEET C7.04 FOR DETOUR TO KENYON ADDITIONAL SIGNAGE ROADCLOSED
Csah 12
TO THRU TRAFFIC DETOUR WEST GOODHUE
Th 12
COUNTY 56
Csah 13
H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C703.1.dwg 6/5/2025 4:59:12 PM
R 480TH ST
Kenyon, Minnesota
DESIGNED NO. ISSUED FOR DATE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CWH SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 1 WCD-1 10/06/2025 0 1200 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 2400 ROCHESTER, MN 55901 DRAWN
Horz.
SCALE FEET DEREK OLINGER
Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS TRAFFIC CONTROL PLAN C7.03 R www.bolton-menk.com CLIENT PROJ. NO. LIC. NO. 54287 DATE 06/10/2025 134934 CSAH 12 DETOUR 21 TRAFFIC CONTROL NOTES: TRAFFIC CONTROL SIGNAGE LEGEND BLACK SIDEWALK R9-9 BLACK ON DETOURING AND TRAFFIC CONTROL ILLUSTRATED ON SHEET C7.03 AND C7.04 SHALL APPLY TO THE CSAH 12 CLOSURE ONLY. DETOUR SHALL ROAD R11-2 CLOSED ON (30 X 18) WHITE BE REMOVED IMMEDIATELY AFTER COMPLETION OF CSAH 12 WORK, AS DESCRIBED ON SHEETS C4.03 AND C4.04. CLOSED (60 X 30) WHITE M4-8 BLACK ON ROAD 1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MN MUTCD, INCLUDING "FIELD MANUAL FOR ROAD CLOSED R11-3 BLACK DETOUR (24 X 12) WHITE CLOSED F 5 MILES AHEAD (60 X 30) ON F F TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS." LOCAL TRAFFIC ONLY M3-4 BLACK ON WHITE WEST (24 X 12) WHITE 2. CONTRACTOR SHALL COVER ANY CONFLICTING SIGNAGE. (INCIDENTAL) BLACK ROADCLOSED R11-4 R
To On East M3-2 Black On
3. CONTRACTOR SHALL PROVIDE 2 EXTRA TYPE III BARRICADES FOR USE WITH SELECT PRIVATE DRIVEWAYS DURING DETOURING. THRUTRAFFIC (60 X 30) (24 X 12) WHITE WHITE 4. CONTRACTOR SHALL RE-ESTABLISH ROADWAY AND PEDESTRIAN ACCESS EACH NIGHT OUTSIDE OF WORKING HOURS. BLACK GOODHUE M1-6 WHITE 5. ANY ADDITIONAL TRAFFIC CONTROL NEEDED FOR PAVING OR OTHER WORK SHALL BE APPROVED BY THE ENGINEER AND IN Restoration to be NO ACCESS TO KENYON (60 X 30) ON 12 COUNTY (24 X 24) ON BLUE ACCORDANCE WITH THE LATEST VERSION OF THE MN MUTCD, INCLUDE IN LUMP SUM PRICE FROM TRAFFIC CONTROL. completed under WHITE traffic/partial M5-1 BLACK ON 10 WHITE (21 X 15) WHITE closure TYPE 3 ON BARRICADE TRAFFIC CONTROL LEGEND ORANGE M6-1 (21 X 15) BLACK ON WHITE SIDEWALK TYPE A DETOUR STAGING REQUIREMENTS M5-1A OFFICIAL DETOUR ROUTE 1. FULL CLOSURE AND DETOUR MAY ONLY BE LEFT IN PLACE FOR 7 F FLASHING AMBER (21 X 15) BLACK ON CLOSED WEST GOODHUE 12 COUNTY
Warning White
WORKING DAYS MAX (OR 11 DAYS IF FINAL SURFACE RESTORATION M6-1
LIGHT BLACK ON TYPEIII BARRICADE(S) COMPLETED IMMEDIATELY AFTER EXCAVATION) (21 X 15) 2. ACCESS TO 2ND STREET (EAST OF CLOSURE AREA) MUST BE PRESERVED BLACK WHITE DETOUR W20-2 SIGN AT ALL TIMES. ON 3. CLOSURE MUST BE TEMPORARILY SURFACED AND OPENED TO LOCAL AHEAD (48 X 48) 2ND STREET/CSAH 12 2ND STREET ORANGE TRAFFIC OVER NIGHTS AND WEEKENDS (MINOR EXCEPTIONS ALLOWED) 4. REFER TO SHEET G2.01 FOR ADDITIONAL REQUIREMENTS. ROAD W20-3 BLACK CLOSED (48 X 48) ON AHEAD ORANGE
Front Street See Sheet C7.03 Maintain Min 24' Access Width
Forest Street
PINE STREET ROAD
Spring Street
CLOSED MA
East Langford Avenue
DETOUR F NT OR F F
East Vil
COUNTY
LE GOODHUE GOODHUE RD WEST 12 COUNTY
1ST STREET DETOUR
Slee Street
GATES AVENUE
COUNTY
12
Th 60 / Th 56
GOODHUE
East
DETOUR DETOUR DETOUR SIDEWALK GOODHUE SEE INSET A WEST 12 COUNTY END GOODHUE 12 COUNTY EAST GOODHUE 12 COUNTY DETOUR 250' ROAD CLOSED F F CLOSED F 250' 2ND STREET TH 60 OUR 250' 250' 250' DET EAST DHU E AA 7 12 C ROA DETOUR O
Dt 50'
GO 5' ROAD COUNTY
12 32 AHLOSE D DETOUR DETOUR NTY
Goodhue
EAST GOODHUE
EAST COU
Closed 12
COUNTY 12 COUNTY 88 EA D AHEAD GOODHUE
D AHEAD WEST LAWN STREET ROADCLOSED DETOUR PROJECT AREA INSET A 3RD STREET TO UR DETO
Spring Street
EAST DHUE THRU TRAFFIC 12 GOO
TY COUN
See Sheet C7.03
CONTRACTOR SHALL REFERENCE MN MUTCD TRAFFIC
4TH STREET HOME STREET CONTROL MANUAL FOR LANE CLOSURES DURING THE CONSTRUCTION OF HYDRANTS AND SERVICES AND IF SANITARY SEWER LINING IS PERFORMED OUTSIDE OF THE CSAH 12 CLOSURE. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER TH 5 PRIOR TO STARTING WORK.
Forest Street
4TH STREET 6 DETOUR ROUTE CSAH 12
c Bolton & Menk, Inc. 2025, All Rights Reserved 5TH STREET Full Closure planned for all excavation work. M
Redwing Avenue
AN TOR Replacement of sidewalks & other VI surfacing planned with WB lane LL E RO
Spring Street
closure AD (Field Manual Layout 16 or similar)
H:\KENYON_CI_MN\24X134934000\CAD\C3D\134934000C704.1.dwg 6/5/2025 4:59:31 PM
R
Centennial Drive Applies To Csah 12 Closure Only
KENYON, MINNESOTA
DESIGNED NO. ISSUED FOR DATE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED CWH SHEET BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED 2900 43RD STREET NW, SUITE 100 1 WCD-1 10/06/2025 0 200 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 400 ROCHESTER, MN 55901 DRAWN
Horz.
SCALE FEET DEREK OLINGER
Phone: (507) 208-4332 Email: Rochester@bolton-menk.com CHECKED CWH DO 2025 STREET & UTILITY IMPROVEMENTS TRAFFIC CONTROL PLAN C7.04 R www.bolton-menk.com CLIENT PROJ. NO. LIC. NO. 54287 DATE 06/10/2025 134934 CSAH 12 DETOUR & 2ND STREET 22 2nd Street Watermain Revisions Work Change Directive 1 Bid Change Final Adjusted Total BASE BID - SURFACE IMPROVEMENTS Unit Price Qty Amount Qty Unit Price Amt Qty Unit Price Amt check total 1 MOBILIZATION $ 37,500.00 LS 0.18 $ 6,750.00 $ - 0.18 $ 37,500.00 $ 6,750.00 $ 6,750.00 $ - 2 CLEARING $ 1,000.00 EACH 0 $ - $ - 0 $ 1,000.00 $ - $ - $ - 3 GRUBBING $ 500.00 EACH 0 $ - $ - 0 $ 500.00 $ - $ - $ - 4 SALVAGE SIGN $ 50.00 EACH $ - $ - 0 $ 50.00 $ - $ - $ - 5 SAWING CONCRETE PAVEMENT (FULL DEPTH) $ 7.00 LF $ - $ - 0 $ 7.00 $ - $ - $ - 6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) $ 5.00 LF $ - $ - 0 $ 5.00 $ - $ - $ - 7 REMOVE CURB AND GUTTER $ 5.00 LF $ - 111 $ 5.00 $ 555.00 111 $ 5.00 $ 555.00 $ 555.00 $ - 8 REMOVE CONCRETE DRIVEWAY PAVEMENT $ 10.00 SY $ - 88 $ 10.00 $ 880.00 88 $ 10.00 $ 880.00 $ 880.00 $ - 9 REMOVE BITUMINOUS DRIVEWAY PAVEMENT $ 7.00 SY $ - $ - 0 $ 7.00 $ - $ - $ - 10 REMOVE BITUMINOUS PAVEMENT $ 4.00 SY $ - 349 $ 4.00 $ 1,396.00 349 $ 4.00 $ 1,396.00 $ 1,396.00 $ - 11 REMOVE CONCRETE WALK $ 2.00 SF $ - 3602 $ 2.00 $ 7,204.00 3602 $ 2.00 $ 7,204.00 $ 7,204.00 $ - 12 EXCAVATION - COMMON (P) $ 13.00 CY $ - $ - 0 $ 13.00 $ - $ - $ - 13 EXCAVATION - SUBGRADE (P) $ 13.00 CY $ - $ - 0 $ 13.00 $ - $ - $ - 14 EXPLORATORY EXCAVATION $ 300.00 HR 4 $ 1,200.00 $ - 4 $ 300.00 $ 1,200.00 $ 1,200.00 $ - 15 SELECT GRANULAR EMBANKMENT (CV) (P) $ 25.00 CY $ - $ - 0 $ 25.00 $ - $ - $ - 16 GEOTEXTILE FABRIC TYPE 9 $ 2.50 SY $ - $ - 0 $ 2.50 $ - $ - $ - 17 AGGREGATE SURFACING CLASS 2 $ 30.00 CY $ - $ - 0 $ 30.00 $ - $ - $ - 18 AGGREGATE BASE (CV) CLASS 5 (P) $ 25.00 CY $ - $ - 0 $ 25.00 $ - $ - $ - 19 SURFACE RESTORATION (2ND ST) $ 47,500.00 LS 1 $ 47,500.00 -1 $ 47,500.00 $ (47,500.00) 0 $ 47,500.00 $ - $ - $ - 20 PAVEMENT MARKINGS (2ND ST) $ 4,860.00 LS 1 $ 4,860.00 $ - 1 $ 4,860.00 $ 4,860.00 $ 4,860.00 $ - 21 SURFACE RESTORATION (SANITARY REPAIR) $ 4,500.00 EACH $ - $ - 0 $ 4,500.00 $ - $ - $ - 22 GRAVEL RESTORATION (SANITARY REPAIR) $ 1,000.00 EACH $ - $ - 0 $ 1,000.00 $ - $ - $ - 23 TYPE SP 9.5 WEARING COURSE MIXTURE (3;C) 1.5" THICK $ 9.00 SY $ - $ - 0 $ 9.00 $ - $ - $ - 24 TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.0" THICK $ 11.75 SY $ - $ - 0 $ 11.75 $ - $ - $ - 25 TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.5" THICK $ 14.50 SY $ - $ - 0 $ 14.50 $ - $ - $ - 26 BITUMINOUS PATCH SPECIAL (DRIVEWAY) $ 36.00 SY $ - 349 $ 50.00 $ 17,450.00 349 $ 50.00 $ 17,450.00 $ 17,450.00 $ - 27 6" PERF PVC PIPE DRAIN $ 15.25 LF $ - $ - 0 $ 15.25 $ - $ - $ - 28 SUMP PUMP SERVICE $ 1,000.00 EACH $ - $ - 0 $ 1,000.00 $ - $ - $ - 29 DRAIN OUTLET DESIGN SPECIAL (END SECTION) $ 400.00 EACH $ - $ - 0 $ 400.00 $ - $ - $ - 30 6" PVC PIPE DRAIN CLEANOUT $ 300.00 EACH $ - $ - 0 $ 300.00 $ - $ - $ - 31 CONCRETE STEP $ 30.00 SF $ - $ - 0 $ 30.00 $ - $ - $ - 32 4" CONCRETE WALK $ 7.50 SF $ - 3602 $ 7.50 $ 27,015.00 3602 $ 7.50 $ 27,015.00 $ 27,015.00 $ - 33 6" CONCRETE WALK $ 12.25 SF $ - $ - 0 $ 12.25 $ - $ - $ - 34 CONCRETE CURB AND GUTTER DESIGN B618 $ 25.80 LF $ - 111 $ 40.00 $ 4,440.00 111 $ 40.00 $ 4,440.00 $ 4,440.00 $ - 35 CONCRETE CURB AND GUTTER DESIGN D DRIVEOVER $ 23.75 LF $ - $ - 0 $ 23.75 $ - $ - $ - 36 6" CONCRETE DRIVEWAY PAVEMENT $ 88.25 SY $ - 88 $ 88.25 $ 7,766.00 88 $ 88.25 $ 7,766.00 $ 7,766.00 $ - 37 7" CONCRETE DRIVEWAY PAVEMENT $ 92.50 SY $ - $ - 0 $ 92.50 $ - $ - $ - 38 7" CONCRETE VALLEY GUTTER $ 95.00 SY $ - $ - 0 $ 95.00 $ - $ - $ - 39 TRUNCATED DOMES $ 55.00 SF $ - 10 $ 55.00 $ 550.00 10 $ 55.00 $ 550.00 $ 550.00 $ - 40 TRAFFIC CONTROL $ 14,000.00 LS 0.18 $ 2,520.00 0.72 $ 14,000.00 $ 10,080.00 0.9 $ 14,000.00 $ 12,600.00 $ 12,600.00 $ - 41 INSTALL SIGN $ 350.00 EACH 1 $ 350.00 $ - 1 $ 350.00 $ 350.00 $ 350.00 $ - 42 STABILIZED CONSTRUCTION EXIT $ 500.00 LS $ - $ - 0 $ 500.00 $ - $ - $ - 43 EROSION CONTROL SUPERVISOR $ 500.00 LS 0.18 $ 90.00 $ - 0.18 $ 500.00 $ 90.00 $ 90.00 $ - 44 STORM DRAIN INLET PROTECTION $ 200.00 EACH 8 $ 1,600.00 $ - 8 $ 200.00 $ 1,600.00 $ 1,600.00 $ - 45 SILT FENCE; TYPE MS $ 2.50 LF 235 $ 587.50 $ - 235 $ 2.50 $ 587.50 $ 587.50 $ - 46 SEDIMENT CONTROL LOG TYPE WOOD FIBER $ 5.00 LF 180 $ 900.00 $ - 180 $ 5.00 $ 900.00 $ 900.00 $ - 47 SEDIMENT CONTROL LOG TYPE ROCK $ 5.00 LF 20 $ 100.00 $ - 20 $ 5.00 $ 100.00 $ 100.00 $ - 48 COMPOST GRADE 2 $ 30.00 CY $ - $ - 0 $ 30.00 $ - $ - $ - 49 FERTILIZER TYPE 3 $ 2.50 LB $ - $ - 0 $ 2.50 $ - $ - $ - 50 SODDING $ 7.00 SY $ - $ - 0 $ 7.00 $ - $ - $ - 51 RAPID STABILIZATION METHOD 2 $ 3.00 SY $ - $ - 0 $ 3.00 $ - $ - $ - 52 TOPSOIL PREPARATION $ 2.50 SY $ - $ - 0 $ 2.50 $ - $ - $ - 53 TURF MAINTENANCE $ 75.00 DAY 11 $ 825.00 $ - 11 $ 75.00 $ 825.00 $ 825.00 $ - 54 TURF RESTORATION (2ND ST) $ 2,500.00 LS 1 $ 2,500.00 2 $ 2,500.00 $ 5,000.00 3 $ 2,500.00 $ 7,500.00 $ 7,500.00 $ - 55 CONSTRUCTION ALLOWANCE*** $ 1.00 UNIT 13500 $ 13,500.00 14200 1 $ 14,200.00 27700 $ 1.00 $ 27,700.00 $ 27,700.00 $ - A - SURFACE IMPROVEMENTS SUB TOTAL 92 cy rock excavation @ 100/Cy + ~$5,000 restock fee for trenchless pipe $ 83,282.50 original street $ 49,036.00 Change in Street $ 132,318.50 New Street BASE BID - SANITARY SEWER IMPROVEMENTS 56 REMOVE MANHOLE (SANITARY) $ 400.00 EACH $ - $ - 0 $ 400.00 $ - $ - $ - 57 REMOVE SEWER PIPE (SANITARY) $ 5.00 LF $ - $ - 0 $ 5.00 $ - $ - $ - 58 CONNECT TO EXISTING SANITARY SEWER $ 1,500.00 EACH $ - $ - 0 $ 1,500.00 $ - $ - $ - 59 8"X6" PVC WYE $ 375.00 EACH $ - $ - 0 $ 375.00 $ - $ - $ - 60 8" PVC PIPE SEWER $ 65.00 LF $ - $ - 0 $ 65.00 $ - $ - $ - 61 6" PVC SANITARY SERVICE PIPE $ 40.00 LF $ - $ - 0 $ 40.00 $ - $ - $ - 62 2" PE PRESSURE SEWER SERVICE $ 40.00 LF $ - $ - 0 $ 40.00 $ - $ - $ - 63 LINING SEWER PIPE 8" $ 41.50 LF $ - $ - 0 $ 41.50 $ - $ - $ -
23 64 CASTING ASSEMBLY (SANITARY) $ 1,300.00 EACH $ - $ - 0 $ 1,300.00 $ - $ - $ - 65 FINAL CASTING ADJUSTMENT (DONUT CUT) $ 1,700.00 EACH $ - $ - 0 $ 1,700.00 $ - $ - $ - 66 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007 $ 500.00 LF $ - $ - 0 $ 500.00 $ - $ - $ - 67 SANITARY LATERAL REINSTATEMENT $ 55.00 EACH $ - $ - 0 $ 55.00 $ - $ - $ - 68 TRIMMING PROTRUDING TAPS $ 1,139.00 EACH $ - $ - 0 $ 1,139.00 $ - $ - $ - 69 SANITARY LATERAL GROUTING $ 450.00 EACH $ - $ - 0 $ 450.00 $ - $ - $ - 70 LATERAL CLEANING $ 500.00 EACH $ - $ - 0 $ 500.00 $ - $ - $ - 71 ROOT CUTTING $ 3.00 LF $ - $ - 0 $ 3.00 $ - $ - $ - 72 SANITARY MANHOLE REHABILITATION (SPRAY-ON) $ 5,320.00 EACH $ - $ - 0 $ 5,320.00 $ - $ - $ - 73 SANITARY SEWER BYPASSING $ 2,815.00 LS $ - $ - 0 $ 2,815.00 $ - $ - $ - 74 POINT REPAIR - SANITARY SEWER PIPE $ 4,500.00 EACH $ - $ - 0 $ 4,500.00 $ - $ - $ - 75 INTERNAL POINT REPAIR (SHORT LINER) $ 2,000.00 EACH $ - $ - 0 $ 2,000.00 $ - $ - $ - 76 INTERNAL CHIMNEY SEAL (REHAB) $ 1,550.00 EACH $ - $ - 0 $ 1,550.00 $ - $ - $ - 77 REPLACE & ADJUST RING AND CASTING $ 1,400.00 EACH $ - $ - 0 $ 1,400.00 $ - $ - $ - 78 SANITARY SEWER TRACER SYSTEM $ 2,600.00 LS $ - $ - 0 $ 2,600.00 $ - $ - $ -
Base Bid - Water System Improvements
REMOVE GATE VALVE AND BOX $ 300.00 EACH 4 $ 1,200.00 $ - 4 $ 300.00 $ 1,200.00 $ 1,200.00 $ - 80 REMOVE CURB STOP AND BOX $ 150.00 EACH 8 $ 1,200.00 $ - 8 $ 150.00 $ 1,200.00 $ 1,200.00 $ - 81 REMOVE HYDRANT $ 400.00 EACH 2 $ 800.00 $ - 2 $ 400.00 $ 800.00 $ 800.00 $ - 82 REMOVE WATER MAIN $ 5.00 LF 81 $ 405.00 $ - 81 $ 5.00 $ 405.00 $ 405.00 $ - 83 TEMPORARY WATER SERVICE $ 20,000.00 LS 0.36 $ 7,200.00 $ - 0.36 $ 20,000.00 $ 7,200.00 $ 7,200.00 $ - 84 CONNECT TO EXISTING WATER MAIN $ 1,500.00 EACH 4 $ 6,000.00 $ - 4 $ 1,500.00 $ 6,000.00 $ 6,000.00 $ - 85 DISCONNECT EXISTING WATER MAIN (P) $ 900.00 EACH 3 $ 2,700.00 $ - 3 $ 900.00 $ 2,700.00 $ 2,700.00 $ - 86 HYDRANT (8.0' BURY) $ 6,600.00 EACH 1 $ 6,600.00 $ - 1 $ 6,600.00 $ 6,600.00 $ 6,600.00 $ - 87 HYDRANT (11' BURY) $ 8,000.00 EACH 1 $ 8,000.00 $ - 1 $ 8,000.00 $ 8,000.00 $ 8,000.00 $ - 88 ADJUST VALVE BOX $ 300.00 EACH 4 $ 1,200.00 $ - 4 $ 300.00 $ 1,200.00 $ 1,200.00 $ - 89 1" CORPORATION STOP $ 450.00 EACH 8 $ 3,600.00 $ - 8 $ 450.00 $ 3,600.00 $ 3,600.00 $ - 90 6" GATE VALVE AND BOX $ 2,675.00 EACH 5 $ 13,375.00 $ - 5 $ 2,675.00 $ 13,375.00 $ 13,375.00 $ - 91 8" GATE VALVE AND BOX $ 3,500.00 EACH $ - $ - 0 $ 3,500.00 $ - $ - $ - 92 10" GATE VALVE AND BOX $ 6,000.00 EACH 1 $ 6,000.00 $ - 1 $ 6,000.00 $ 6,000.00 $ 6,000.00 $ - 93 1" CURB STOP AND BOX $ 500.00 EACH 8 $ 4,000.00 $ - 8 $ 500.00 $ 4,000.00 $ 4,000.00 $ - 94 1" TYPE PE PIPE $ 35.00 LF 175 $ 6,125.00 130 $ 35.00 $ 4,550.00 305 $ 35.00 $ 10,675.00 $ 10,675.00 $ - 95 DIRECTIONAL DRILL SERVICE BELOW CSAH 12 $ 5,000.00 EACH 2 $ 10,000.00 $ - 2 $ 5,000.00 $ 10,000.00 $ 10,000.00 $ - 96 6" PVC WATERMAIN $ 50.00 LF 15 $ 750.00 $ - 15 $ 50.00 $ 750.00 $ 750.00 $ - 97 8" PVC WATERMAIN $ 57.00 LF $ - $ - 0 $ 57.00 $ - $ - $ - 98 10" PVC WATERMAIN $ 75.00 LF 140 $ 10,500.00 780 $ 100.00 $ 78,000.00 920 Varies $ 88,500.00 $ 88,500.00 $ - 99 10" PVC WATERMAIN (DIRECTIONAL DRILLED) $ 185.00 LF 780 $ 144,300.00 -780 $ 185.00 $ (144,300.00) 0 $ 185.00 $ - $ - $ - 100 4" INSULATION $ 50.00 SY 29 $ 1,450.00 $ - 29 $ 50.00 $ 1,450.00 $ 1,450.00 $ - 101 WATERMAIN FITTINGS $ 15.00 LB 1140 $ 17,100.00 700 $ 15.00 $ 10,500.00 1840 $ 15.00 $ 27,600.00 $ 27,600.00 $ - add up to (10) 10" 45s to get around sewer crossings 102 VALVE BOX TOP SECTION & CAP $ 250.00 EACH $ - $ - 0 $ 250.00 $ - $ - $ - 103 WATERMAIN TRACER SYSTEM $ 5,000.00 LS 0.3 $ 1,500.00 $ - 0.3 $ 5,000.00 $ 1,500.00 $ 1,500.00 $ - $ 254,005.00 original water $ (51,250.00) Change in water $ 202,755.00 New water BASE BID - STORM SEWER IMPROVEMENTS 104 REMOVE PIPE APRON $ 250.00 EACH $ - $ - 0 $ 250.00 $ - $ - $ - 105 REMOVE MANHOLE OR CATCH BASIN $ 400.00 EACH 1 $ 400.00 -1 $ 400.00 $ (400.00) 0 $ 400.00 $ - $ - $ - 106 REMOVE SEWER PIPE (STORM) $ 9.00 LF 40 $ 360.00 $ - 40 $ 9.00 $ 360.00 $ 360.00 $ - 107 SALVAGE CASTING $ 100.00 EACH 1 $ 100.00 -1 $ 100.00 $ (100.00) 0 $ 100.00 $ - $ - $ - 108 24" RC PIPE APRON $ 1,500.00 EACH $ - $ - 0 $ 1,500.00 $ - $ - $ - 109 TRASH GUARD FOR 24" PIPE APRON $ 1,600.00 EACH $ - $ - 0 $ 1,600.00 $ - $ - $ - 110 24" RC PIPE SEWER DESIGN 3006 CLASS III $ 110.00 LF 40 $ 4,400.00 $ - 40 $ 110.00 $ 4,400.00 $ 4,400.00 $ - 111 CONNECT TO EXISTING STORM SEWER $ 1,000.00 EACH 1 $ 1,000.00 $ - 1 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ - 112 CONNECT TO EXISTING DRAINAGE STRUCTURE $ 1,500.00 EACH 1 $ 1,500.00 $ - 1 $ 1,500.00 $ 1,500.00 $ 1,500.00 $ - 113 12" PIPE SEWER $ 45.00 LF $ - $ - 0 $ 45.00 $ - $ - $ - 114 18" PIPE SEWER $ 55.00 LF $ - $ - 0 $ 55.00 $ - $ - $ - 115 24" PIPE SEWER $ 68.00 LF $ - $ - 0 $ 68.00 $ - $ - $ - 116 CASTING ASSEMBLY (STORM) $ 1,200.00 EACH $ - $ - 0 $ 1,200.00 $ - $ - $ - 117 FINAL CASTING ADJUSTMENT (DONUT CUT) $ 1,700.00 EACH $ - $ - 0 $ 1,700.00 $ - $ - $ - 118 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (R-1) $ 450.00 LF $ - $ - 0 $ 450.00 $ - $ - $ - 119 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 $ 600.00 LF $ - $ - 0 $ 600.00 $ - $ - $ - 120 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 $ 950.00 LF $ - $ - 0 $ 950.00 $ - $ - $ - 121 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 $ 500.00 LF $ - $ - 0 $ 500.00 $ - $ - $ - 122 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022 $ 1,000.00 LF $ - $ - 0 $ 1,000.00 $ - $ - $ - 123 RECONSTRUCT DRAINAGE STRUCTURE $ 700.00 LF 9.9 $ 6,930.00 -9.9 $ 700.00 $ (6,930.00) 0 $ 700.00 $ - $ - $ - $ 16,190.00 original storm Totals $ 351,977.50 $ (9,644.00) $ 342,333.50 $ 342,333.50 $ (7,430.00) Change in storm $ 8,760.00 New storm
Contractor's Application for Payment Owner: CITY OF KENYON Owner's Project No.: N/A Engineer: BOLTON & MENK Engineer's Project No.: 24X.134934.000 Contractor: FITZGERALD EXCAVATING & TRUCKING INC Agency's Project No.: N/A Project: 2025 STREET & UTILITY IMPROVEMENTS Contract: N/A Application No.: 2 Application Date: 10/14/2025 Application Period: From 8/30/2025 to 10/3/2025
1. Original Contract Price $ 2,294,629.25 2. Net change by Change Orders $ - 3. Current Contract Price (Line 1 + Line 2) $ 2,294,629.25 4. Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total) $ 345,632.88 5. Retainage a. 5% X $ 345,632.88 Work Completed $ 17,281.64 b. X $ - Stored Materials $ - c. Total Retainage (Line 5.a + Line 5.b) $ 17,281.64 6. Amount eligible to date (Line 4 - Line 5.c) $ 328,351.24 7. Less previous payments $ 34,711.57 8. Amount due this application $ 293,639.67 Contractor's Certification The undersigned Contractor certifies, to the best of its knowledge, the following: (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for Payment; (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances); and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective.
Contractor: Fitzgerald Excavating and Trucking, LLC
Signature: Date: Name: Nick Dahle Title: Project Manager
Recommended by Engineer Approved by Owner
By: By: Name: Derek Olinger, P.E. Name: Scott Lehner Title: City Engineer Title: City Administrator Date: Date:
EJCDC C-620 Contractor's Application for Payment
(c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 25 Progress Estimate - Unit Price Work Contractor's Application for Payment Owner: CITY OF KENYON Owner's Project No.: Engineer: BOLTON & MENK Engineer's Project No.: 24X.134934.000 Contractor: FITZGERALD EXCAVATING & TRUCKING INC Contractor's Project No.: Project: 2025 STREET & UTILITY IMPROVEMENTS Agency's Project No.: Contract:
Application No.: 2 Application Period: From 08/30/25 to 10/03/25 Application Date: 10/14/25
A B C D E F F1 F2 G H I J K L Contract Information Previous Estimate Work Completed Work Completed % of Estimated Value of Work and Materials Value of Value of Bid Item Quantity Completed to Date Materials Currently Stored Stored to Date Item Balance to Finish (F Bid Item Unit Price (C X E) Quantity Previous Value Previous Incorporated in (E X G) (not in G) (H + I) (J / F) - J) No. Description Item Quantity Units ($) ($) Estimate Estimate the Work ($) ($) ($) (%) ($) Original Contract 1 MOBILIZATION 1.00 LS 37,500.00 37,500.00 0.25 9,375.00 0.25 9,375.00 9,375.00 25% 28,125.00 2 CLEARING 6.00 EACH 1,000.00 6,000.00 4.00 4,000.00 5.00 5,000.00 5,000.00 83% 1,000.00 3 GRUBBING 6.00 EACH 500.00 3,000.00 4.00 2,000.00 4.00 2,000.00 2,000.00 67% 1,000.00 4 SALVAGE SIGN 5.00 EACH 50.00 250.00 - - 1.00 50.00 50.00 20% 200.00 5 SAWING CONCRETE PAVEMENT (FULL DEPTH) 95.00 LF 7.00 665.00 - - - - - 665.00 6 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 402.00 LF 5.00 2,010.00 - - - - - 2,010.00 7 REMOVE CURB AND GUTTER 1,305.00 LF 5.00 6,525.00 - - 1,179.00 5,895.00 5,895.00 90% 630.00 8 REMOVE CONCRETE DRIVEWAY PAVEMENT 128.00 SY 10.00 1,280.00 - - - - - 1,280.00 9 REMOVE BITUMINOUS DRIVEWAY PAVEMENT 230.00 SY 7.00 1,610.00 - - - - - 1,610.00 10 REMOVE BITUMINOUS PAVEMENT 4,907.00 SY 4.00 19,628.00 2,042.00 8,168.00 2,042.00 8,168.00 8,168.00 42% 11,460.00 11 REMOVE CONCRETE WALK 480.00 SF 2.00 960.00 - - - - - 960.00 12 EXCAVATION - COMMON (P) 2,857.00 CY 13.00 37,141.00 - - - - - 37,141.00 13 EXCAVATION - SUBGRADE (P) 1,394.00 CY 13.00 18,122.00 - - - - - 18,122.00 14 EXPLORATORY EXCAVATION 8.00 HR 300.00 2,400.00 - - 4.00 1,200.00 1,200.00 50% 1,200.00 15 SELECT GRANULAR EMBANKMENT (CV) (P) 1,394.00 CY 25.00 34,850.00 - - - - - 34,850.00 16 GEOTEXTILE FABRIC TYPE 9 5,574.00 SY 2.50 13,935.00 - - - - - 13,935.00 17 AGGREGATE SURFACING CLASS 2 36.00 CY 30.00 1,080.00 - - - - - 1,080.00 18 AGGREGATE BASE (CV) CLASS 5 (P) 1,167.00 CY 25.00 29,175.00 - - - - - 29,175.00 19 SURFACE RESTORATION (2ND ST) 1.00 LS 47,500.00 47,500.00 - - - - - 47,500.00 20 PAVEMENT MARKINGS (2ND ST) 1.00 LS 4,860.00 4,860.00 - - - - - 4,860.00 21 SURFACE RESTORATION (SANITARY REPAIR) 3.00 EACH 4,500.00 13,500.00 - - - - - 13,500.00 22 GRAVEL RESTORATION (SANITARY REPAIR) 1.00 EACH 1,000.00 1,000.00 - - - - - 1,000.00 23 TYPE SP 9.5 WEARING COURSE MIXTURE (3;C) 1.5" THICK 7,760.00 SY 9.00 69,840.00 - - - - - 69,840.00 24 TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.0" THICK 2,807.00 SY 11.75 32,982.25 - - - - - 32,982.25 25 TYPE SP 12.5 WEARING COURSE MIXTURE (3;C) 2.5" THICK 2,145.00 SY 14.50 31,102.50 - - - - - 31,102.50 26 BITUMINOUS PATCH SPECIAL (DRIVEWAY) 70.00 SY 36.00 2,520.00 - - - - - 2,520.00 27 6" PERF PVC PIPE DRAIN 2,281.00 LF 15.25 34,785.25 - - - - - 34,785.25 28 SUMP PUMP SERVICE 13.00 EACH 1,000.00 13,000.00 - - - - - 13,000.00 29 DRAIN OUTLET DESIGN SPECIAL (END SECTION) 1.00 EACH 400.00 400.00 - - - - - 400.00 30 6" PVC PIPE DRAIN CLEANOUT 7.00 EACH 300.00 2,100.00 - - - - - 2,100.00 31 CONCRETE STEP 170.00 SF 30.00 5,100.00 - - - - - 5,100.00 32 4" CONCRETE WALK 355.00 SF 7.50 2,662.50 - - - - - 2,662.50 33 6" CONCRETE WALK 70.00 SF 12.25 857.50 - - - - - 857.50 34 CONCRETE CURB AND GUTTER DESIGN B618 1,060.00 LF 25.80 27,348.00 - - - - - 27,348.00 35 CONCRETE CURB AND GUTTER DESIGN D DRIVEOVER 1,910.00 LF 23.75 45,362.50 - - - - - 45,362.50 36 6" CONCRETE DRIVEWAY PAVEMENT 175.00 SY 88.25 15,443.75 - - - - - 15,443.75 37 7" CONCRETE DRIVEWAY PAVEMENT 420.00 SY 92.50 38,850.00 - - - - - 38,850.00 38 7" CONCRETE VALLEY GUTTER 71.00 SY 95.00 6,745.00 - - - - - 6,745.00 39 TRUNCATED DOMES 10.00 SF 55.00 550.00 - - - - - 550.00 40 TRAFFIC CONTROL 1.00 LS 14,000.00 14,000.00 - - 0.25 3,500.00 3,500.00 25% 10,500.00 41 INSTALL SIGN 6.00 EACH 350.00 2,100.00 - - - - - 2,100.00 42 STABILIZED CONSTRUCTION EXIT 2.00 LS 500.00 1,000.00 - - - - - 1,000.00 43 EROSION CONTROL SUPERVISOR 1.00 LS 500.00 500.00 - - 0.38 187.50 187.50 38% 312.50 44 STORM DRAIN INLET PROTECTION 30.00 EACH 200.00 6,000.00 - - 1.00 200.00 200.00 3% 5,800.00 45 SILT FENCE; TYPE MS 235.00 LF 2.50 587.50 - - - - - 587.50 46 SEDIMENT CONTROL LOG TYPE WOOD FIBER 240.00 LF 5.00 1,200.00 - - - - - 1,200.00 47 SEDIMENT CONTROL LOG TYPE ROCK 120.00 LF 5.00 600.00 - - - - - 600.00 48 COMPOST GRADE 2 140.00 CY 30.00 4,200.00 - - - - - 4,200.00 49 FERTILIZER TYPE 3 105.00 LB 2.50 262.50 - - - - - 262.50 50 SODDING 2,515.00 SY 7.00 17,605.00 - - - - - 17,605.00
EJCDC C-620 Contractor's Application for Payment
Unit Price (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 1 of 5 26 Progress Estimate - Unit Price Work Contractor's Application for Payment Owner: CITY OF KENYON Owner's Project No.: Engineer: BOLTON & MENK Engineer's Project No.: 24X.134934.000 Contractor: FITZGERALD EXCAVATING & TRUCKING INC Contractor's Project No.: Project: 2025 STREET & UTILITY IMPROVEMENTS Agency's Project No.: Contract:
Application No.: 2 Application Period: From 08/30/25 to 10/03/25 Application Date: 10/14/25
A B C D E F F1 F2 G H I J K L Contract Information Previous Estimate Work Completed Work Completed % of Estimated Value of Work and Materials Value of Value of Bid Item Quantity Completed to Date Materials Currently Stored Stored to Date Item Balance to Finish (F Bid Item Unit Price (C X E) Quantity Previous Value Previous Incorporated in (E X G) (not in G) (H + I) (J / F) - J) No. Description Item Quantity Units ($) ($) Estimate Estimate the Work ($) ($) ($) (%) ($) 51 RAPID STABILIZATION METHOD 2 1,258.00 SY 3.00 3,774.00 - - - - - 3,774.00 52 TOPSOIL PREPARATION 2,515.00 SY 2.50 6,287.50 - - - - - 6,287.50 53 TURF MAINTENANCE 60.00 DAY 75.00 4,500.00 - - - - - 4,500.00 54 TURF RESTORATION (2ND ST) 1.00 LS 2,500.00 2,500.00 - - - - - 2,500.00 55 CONSTRUCTION ALLOWANCE 74,000.00 UNIT 1.00 74,000.00 - - - - - 74,000.00 56 REMOVE MANHOLE (SANITARY) 2.00 EACH 400.00 800.00 - - 2.00 800.00 800.00 100% - 57 REMOVE SEWER PIPE (SANITARY) 340.00 LF 5.00 1,700.00 - - 339.00 1,695.00 1,695.00 100% 5.00 58 CONNECT TO EXISTING SANITARY SEWER 1.00 EACH 1,500.00 1,500.00 - - 1.00 1,500.00 1,500.00 100% - 59 8"X6" PVC WYE 12.00 EACH 375.00 4,500.00 - - 11.00 4,125.00 4,125.00 92% 375.00 60 8" PVC PIPE SEWER 424.00 LF 65.00 27,560.00 - - 358.00 23,270.00 23,270.00 84% 4,290.00 61 6" PVC SANITARY SERVICE PIPE 400.00 LF 40.00 16,000.00 - - - - - 16,000.00 62 2" PE PRESSURE SEWER SERVICE 105.00 LF 40.00 4,200.00 - - 108.00 4,320.00 4,320.00 103% (120.00) 63 LINING SEWER PIPE 8" 3,648.00 LF 41.50 151,392.00 - - - - - 151,392.00 64 CASTING ASSEMBLY (SANITARY) 2.00 EACH 1,300.00 2,600.00 - - - - - 2,600.00 65 FINAL CASTING ADJUSTMENT (DONUT CUT) 5.00 EACH 1,700.00 8,500.00 - - - - - 8,500.00 66 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007 14.70 LF 500.00 7,350.00 - - 14.70 7,350.00 7,350.00 100% - 67 SANITARY LATERAL REINSTATEMENT 56.00 EACH 55.00 3,080.00 - - - - - 3,080.00 68 TRIMMING PROTRUDING TAPS 7.00 EACH 1,139.00 7,973.00 - - - - - 7,973.00 69 SANITARY LATERAL GROUTING 56.00 EACH 450.00 25,200.00 - - - - - 25,200.00 70 LATERAL CLEANING 28.00 EACH 500.00 14,000.00 - - - - - 14,000.00 71 ROOT CUTTING 1,200.00 LF 3.00 3,600.00 - - - - - 3,600.00 72 SANITARY MANHOLE REHABILITATION (SPRAY-ON) 9.00 EACH 5,320.00 47,880.00 - - - - - 47,880.00 73 SANITARY SEWER BYPASSING 1.00 LS 2,815.00 2,815.00 - - - - - 2,815.00 74 POINT REPAIR - SANITARY SEWER PIPE 4.00 EACH 4,500.00 18,000.00 - - - - - 18,000.00 75 INTERNAL POINT REPAIR (SHORT LINER) 3.00 EACH 2,000.00 6,000.00 - - - - - 6,000.00 76 INTERNAL CHIMNEY SEAL (REHAB) 7.00 EACH 1,550.00 10,850.00 - - - - - 10,850.00 77 REPLACE & ADJUST RING AND CASTING 3.00 EACH 1,400.00 4,200.00 - - - - - 4,200.00 78 SANITARY SEWER TRACER SYSTEM 1.00 LS 2,600.00 2,600.00 - - - - - 2,600.00 79 REMOVE GATE VALVE AND BOX 16.00 EACH 300.00 4,800.00 - - 5.00 1,500.00 1,500.00 31% 3,300.00 80 REMOVE CURB STOP AND BOX 22.00 EACH 150.00 3,300.00 - - - - - 3,300.00 81 REMOVE HYDRANT 6.00 EACH 400.00 2,400.00 - - 1.00 400.00 400.00 17% 2,000.00 82 REMOVE WATER MAIN 1,806.00 LF 5.00 9,030.00 - - 674.00 3,370.00 3,370.00 37% 5,660.00 83 TEMPORARY WATER SERVICE 1.00 LS 20,000.00 20,000.00 - - 0.50 10,000.00 10,000.00 50% 10,000.00 84 CONNECT TO EXISTING WATER MAIN 12.00 EACH 1,500.00 18,000.00 - - 3.00 4,500.00 4,500.00 25% 13,500.00 85 DISCONNECT EXISTING WATER MAIN (P) 3.00 EACH 900.00 2,700.00 - - - - - 2,700.00 86 HYDRANT (8.0' BURY) 5.00 EACH 6,600.00 33,000.00 - - 1.00 6,600.00 6,600.00 20% 26,400.00 87 HYDRANT (11' BURY) 1.00 EACH 8,000.00 8,000.00 - - - - - 8,000.00 88 ADJUST VALVE BOX 18.00 EACH 300.00 5,400.00 - - - - - 5,400.00 89 1" CORPORATION STOP 27.00 EACH 450.00 12,150.00 - - 1.00 450.00 450.00 4% 11,700.00 90 6" GATE VALVE AND BOX 16.00 EACH 2,675.00 42,800.00 - - 3.00 8,025.00 8,025.00 19% 34,775.00 91 8" GATE VALVE AND BOX 2.00 EACH 3,500.00 7,000.00 - - 2.00 7,000.00 7,000.00 100% - 92 10" GATE VALVE AND BOX 2.00 EACH 6,000.00 12,000.00 - - - - - 12,000.00 93 1" CURB STOP AND BOX 27.00 EACH 500.00 13,500.00 - - 1.00 500.00 500.00 4% 13,000.00 94 1" TYPE PE PIPE 765.00 LF 35.00 26,775.00 - - 30.00 1,050.00 1,050.00 4% 25,725.00 95 DIRECTIONAL DRILL SERVICE BELOW CSAH 12 2.00 EACH 5,000.00 10,000.00 - - - - - 10,000.00 96 6" PVC WATERMAIN 65.00 LF 50.00 3,250.00 - - 17.50 875.00 875.00 27% 2,375.00 97 8" PVC WATERMAIN 645.00 LF 57.00 36,765.00 - - 617.00 35,169.00 35,169.00 96% 1,596.00 98 10" PVC WATERMAIN 1,130.00 LF 75.00 84,750.00 - - - - - 84,750.00 99 10" PVC WATERMAIN (DIRECTIONAL DRILLED) 780.00 LF 185.00 144,300.00 - - - - - 144,300.00 100 4" INSULATION 99.00 SY 50.00 4,950.00 - - 2.00 100.00 100.00 2% 4,850.00 101 WATERMAIN FITTINGS 2,992.00 LB 15.00 44,880.00 - - 478.00 7,170.00 7,170.00 16% 37,710.00
EJCDC C-620 Contractor's Application for Payment
Unit Price 2 of 5 (c) 2018 National Society of Professional Engineers for EJCDC. All rights reserved. 27 Progress Estimate - Unit Price Work Contractor's Application for Payment Owner: CITY OF KENYON Owner's Project No.: Engineer: BOLTON & MENK Engineer's Project No.: 24X.134934.000 Contractor: FITZGERALD EXCAVATING & TRUCKING INC Contractor's Project No.: Project: 2025 STREET & UTILITY IMPROVEMENTS Agency's Project No.: Contract:
Application No.: 2 Application Period: From 08/30/25 to 10/03/25 Application Date: 10/14/25
A B C D E F F1 F2 G H I J K L Contract Information Previous Estimate Work Completed Work Completed % of Estimated Value of Work and Materials Value of Value of Bid Item Quantity Completed to Date Materials Currently Stored Stored to Date Item Balance to Finish (F Bid Item Unit Price (C X E) Quantity Previous Value Previous Incorporated in (E X G) (not in G) (H + I) (J / F) - J) No. Description Item Quantity Units ($) ($) Estimate Estimate the Work ($) ($) ($) (%) ($) 102 VALVE BOX TOP SECTION & CAP 1.00 EACH 250.00 250.00 - - - - - 250.00 103 WATERMAIN TRACER SYSTEM 1.00 LS 5,000.00 5,000.00 - - - - - 5,000.00 104 REMOVE PIPE APRON 1.00 EACH 250.00 250.00 - - - - - 250.00 105 REMOVE MANHOLE OR CATCH BASIN 1.00 EACH 400.00 400.00 - - - - - 400.00 106 REMOVE SEWER PIPE (STORM) 118.00 LF 9.00 1,062.00 - - - - - 1,062.00 107 SALVAGE CASTING 1.00 E